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HomeMy WebLinkAbout45541-Z �oyQ��EF01,�coG Town of Southold 2/20/2022 P.O.Box 1179 co 53095 Main Rd k- 53095 o �a � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42805 Date: 2/20/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 33 Harvest Pointe Ln Unit 111, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-55 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/23/2020 pursuant to which Building Permit No. 45541 dated 12/7/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit#111) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0165 6/28/2021 ELECTRICAL CERTIFICATE NO. 45541 2/15/2022 PLUMBERS CERTIFICATION DATED 1/28/2022 A.Al Suffolk Plumbing ontractors Inc A t ri ed Signature F TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY 0 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45541 Date: 12/7/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (Unit #111, A-1 model) At premises located at: 33 Harvest Pointe Ln Unit 111, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-55 Pursuant to application dated 11/23/2020 and approved by the Building Inspector. To expire on 6/8/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 B n l or o��OF SO(/l�,o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(&-town.southold.ny.us Southold,NY 11971-0959 COUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 33 Harvest Pointe Ln Unit 111 city:Cutchogue st: NY zip: 11935 Building Permit#: 45541 Section: 102.1 Block: 2 Lot: 55 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 71 Ceiling Fixtures 9 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt $ Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 46 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 10' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect El Switches 3$ 4'LED Exit Fixtures Pump El Other Equipment: Fridge, Oven, DW, Gas FP, W/D, 150A Panel 30 Circuit/27 Used Notes: New Two Story Unfinished Basement Inspector Signature: Date: February 15, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-I802 54,75(Wain Road P o:ti 1179 �' t r >f �- Fax(631)765-9502 0.B t-, f.' r l Southold,NY 11971-095 BMLDING DrpARTR—MN TOV1`T OF SGU7'T`I-T1'LID CERT 1FICAT! PON Date:-- C) `Lii1d;lITeriilii No. Gvvner: mbi„ (Tease-print) �. (T`I_ease pr ini) :tZ'dt i"Eie SOider used in the water 5-LipU_ly SyS1P?11 COI 1?'_IP_S 1 1 if?S21 2/11 0 Gi (1".31 i bets '-llaure) Sv orn-i0 befoI'e me this C say o 20 a-�- ANNA FIORiTA Notary Public,State of New York kReg.No.01 FI63685c,', //�D] Qualified in Suffolk County/� Commission Expires- =11=.W' No'cary Public; 1� COLIi-If1' oF souryo V r+ I I I # TOWN OF SOUTHOLD BUILDING DEPT. G Q °�ycourm,N�'' 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]�2*vlv'tef PRE C/O REMARKS: I ars Sv✓v Arlon/ DATE INSPECTOR Uri SOUjHp� * * TOWN OF SOUTHOLD BUILDING DEPT. °�ycoorm,N�' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [r] UNDATION 2ND [ ] INSULATION/CAULKING [ ' FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 5Tvv3rNo 41ju AIIVL�m vve, Ysv DATE INSPECTOR Orap SOU yo P f � o � I # # TOWN OF SOUTHOLD BUILDING DEPT. `ycournv, ' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING- ' [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: ok DATE INSPECTOR �� Of SOUIy�! T f # TOWN OF OUTHOLD BUILDING D PT �-� `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ` ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: . ��`� r�. � t lid 1J�,�lLfe DI ` ksX..,oklV`Y C� 1 _ _ �� �% � . &n _. . _ DATE INSPECTOR oe sooryOlo * # TOWN OF SOUTHOLD BUILDING DEPT: °`ycourm,a�' 765-1802 = INSPECT10 N [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ SULATION/CAULKING' [ ] FRAMING /STRAPPING [ ] FINAL [ ] ,FIREPLACE & CHIMNEY [ } FIRE SAFETY-INSPECTION [ ] FIRE�RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR S; Flirt V k _v'o Mm�� -4 -*114 .d ovIv/ DATE INSPECTOR / co - - a> .. a f 1 � i .. Nom..- .... S. .a .. _. 1' ..R7 4p, e 1 vf1 ti ,. u f � Y � �T. x �t • t NIL V' �I VA, 5. FT. Or J r �. .t ,; its�. 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IWO- �}7 'A%1ai Yl M+ x�1 St S 1 sod Vol IWO NA N..�a r 777,_� { I w'§ �r �x s own g x�. s f� mom: Mfr` , Gi'CCH AriCHI T ECTURE PC 37-5Q EXPRESS DwE SOUTH F , J � � � � .SUITE 202 ISLANDIA, NY 11749 T .mow _ ,�.._.�..�•� =�; WWW(3RCHARCHITECTURE.COM 31)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame'/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foarn and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with respectfu 8 . �ly submi ed, 4 ED ARC Esc CgERT C/y Glen Cherve y IA, LEED AP Principal 02381 0� SOF fUE�� M(ECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 ° (631) 563-1298 ° Fax: (631) 563-2954 . f 1 GRCH ARCHITECTURE PC Aowlb 3750 EXPRESS DRIVE SOUTH SUITE 202 CtIA ISLANDIA, NY 11749 WWW.QRCHARCHITECTURE.COM (631)864.-3395 June 02,2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Michael Verity Chief Building Inspector and John J.Jarski Senior Building Inspector Re: Harvest Pointe, Cutchogue NY 11935 Unit 111—33 Harvest Pointe Lane Permit NO.45541 Insulation A visual site inspection was performed on June 15Y,2021 to unit 111 to confirm batt insulation installed in walls is in conformance with approved architectural documents.The wall insulation as installed is approved. ` Res ec fully submitted, ED ARC C5ERT C;y�ti X C". Z� Cherveny,AIA,LEED AP Pr' c pal '9 023SAO Q FN GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 n . �JISLANDw NY 11749 WWW.GRCHARCHITECTURE.COM (631864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 1111 Permit No. 45541 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code 9GIenh t. Ily submitted, D ARC D5ERT �+ veny, AIA, LEED AP (P ` Q� 023BA3 OF IN GRCH ARCHITECTURE PC 5 4k+� YaFdS 4 kYYF,�' 3750 EXPRESS DRIVE SOUTH SUITE 202 t6 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit# 111— Permit#45541 Dear Mr. Verity, The rear covered porch as-depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. qPrinc' submitted, �ERE�'4RC \5 �zSRT C jy�y>- �<U C'A ny,AIA, LEED AP tn�A 9T�OF NE��o Home Energy Rating Certificate Property HERS Al Holly Unit 111 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe. Rating Date:. 2022-02-04 Rating Number: MC193 33 Harvest Pointe Ln Registry ID: 663420941 Cutchogue, NY 11935 Estimated Annual Energy Cost Cost Percent Cos HERS Index: 53 Efficient Home Comparison: 47% Better Heating 6 Use MMBtu to Cos$149% General Information Coating 1.7 - $96 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.0 $13 1% Conditioned Volume-. 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.5 $1175 76% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 102.4 $1546 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER'. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 94.00'CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 71 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R70.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0Infil ation Rate 1632 CFM50 (2.33 ACH50) Foundation Walls R-13.0. Method Blower•door 1632 CFM x 60 Min/Hr/42016 Ft" 2.33 A @50Pa Energy Testing services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel. Natural gas 631-244-9333 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: 'U REWRate-Residential Energy Analysis and Rating Software x16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: Unit 111 -33 Harvest Point Dr City: Cutchogue Builder Name: Havrest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-02-04 Outdoors Temp During Test: 40 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No_❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heat tg System' Primary: Yes❑✓ No❑ 'Tvpe: Furnace L i Boiler❑Heat Pump Q Other❑ 1 z :VentinQ..Type s `, .Drat S''in llaQe� a-SnillaQe� CO:' E tcienc puel:Tvpe ;.,Circle T e kscal orst Case ktural a - orst Case .; atural Rating:95 0 N_❑✓ P❑OQED NQN[jM❑S_0 N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail_❑ N/A PPM N/A PPM Yes ❑✓ Type: Standard Tank aIndirect Tapkless ❑ Size: 75.0 Style Common Vent Water{Heater Primary: No Instantaneous Commercial SeeNoteSbelow Gallons ❑ ( ) (Gallons) ' Stand Alone ✓❑ s z =Veniinla� pe 3 Dra f S%n li, Spil[a'�e(Natural) CO " u CO -°B teien Fuel Tope x'(Circle hype) (Pciscal). •, (Worse Case); 06,:,7 Case) ' (Natural) EF: 0.69 N❑✓ P❑O❑_E_E]I N❑M p S N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Failf] N/A PPM I N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Q No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) NIA PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. d Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2022-02-07 Manual S Compliance Report Job: - - wrightsofto Date: Feb 01,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 111 -33 Harvest Pointe Lane, Cutchogue, NY 11935 Coofing Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0'F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5oF Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft" 2022-Feb-01 16:43:43 ,yw�r�yy ,w,,,. ft Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /4rm...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W ® r Residential ■ Examiner 'Review • Form ACCK. • - • •. • Equipment, 15 Mar 09 AVWMraVCWbdcrspfAmoks Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J 1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form`(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes E No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes F-1 No ❑ Duct distribution sketch: Yes El No Home address(Street or Lot#,Block,Subdivision):Unit 111 -33 Harvest Pointe Lane, Cutchogue, NY 11935 HVAGLOAD CALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 =F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Blinds,drapes,etc. Eave Latent heat gain: 3977 Btuh Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 EQUIPMENTHVAC • 40 Heating Equipment Data Cooling Equipment Data Blower Data E iipmenttype: Gas furnace Equipment type: Split AC Heating cfm: 875 �umace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAG DUCT DISTRIBUTION •• Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP=(TELx 100) declare - load • equipment,equipment s- e and duct design were r•• • performed •. ed on the building -plan listed above. •- •the claims made on -forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for CauntyTowni •. o1rAuthority having,jgrisdiction 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoftm Ris ht-Suite®Universal 2018 18.0.32 RSU20066 o Load Short Form Job: 9J1/1 ightSo'ft" Date: Feb 01,2022 Entire Mouse By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Project e • For: Unit 111 -33 Harvest Pointe Lane, Cutchogue, NY 11935 besidpini• • Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa! 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor. 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath- 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rights®ft- 2022-Feb-01 16:43:43 ns.;.nuwa.nuw.,m: , Right-Suite®Universal 2018 18.0.32 RSU20066 Pagel ACCk....Model Al MAN JSDVRimor Model Ai MAN JSD JA.rup Calc=MJ8 Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrilghtsoft, 2022-Feb-01 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 rn+�...Model Al MAN JSD%Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W 9 - Project Summar Job: 1Nri htsoft Date: Feb 01,2022 Entire blouse By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 111 -33 Harvest Pointe Lane, Cutchogue, NY 11935 N otes: Design Iriformation Weather: Suffolk Co.AID, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 6B °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent (68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial) /2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ftZ) 3788 3788 Equipment latent load 3500 Btuh Volume(ft3) 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF (cfm) 150 66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri�h.ltsoft» 2022-Feb-01 16:43:43 �• »• -r—Gm Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 i9l.Cp....Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 81 cfm 129 drn 30 cfm Loft 6x16 p Riser A Ret Riser 28 cfm10° 6x16 �,4 2 Stair Up, Job#: Energy Testing Services Scale: 1 : 106 Performed by Energy Testing Services Page 1 Unit 111 33 Harvest Pointe Lane, 1648-A Locust Ave Right-Suite(g)Universal 2018 20066 Cutchogue,NY 11935 Bohemia,NY 11716 . 2022-Feb-018.0.32 1 1643 59 SD\Rimor'Model Al MAN JSD JA.rup N 7<- Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m Continuous Use Timer Breakfast Area 01 cfm 1\51 cfm �82 cfm K82 Im Master Bath Master Bed �99 cfm 1, dm IGtchen Living Room Hall S�Iitbw WIC 1 16 undry 34L: m WIC 2 1112 Opth 1 67 cfm Stair Foyer Bed 2 Garage K91 cfm 8' Job#: Energy Testing Services Scale: 1 : 106 Performed by Energy Testing Services Page 2 Unit 111-33 Harvest Pointe Lane, 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-Feb-01 16:43:59 SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 rGnn Skuttle Model 2161 262 cfm 6" 9,. 6.. 14" 6" 8 8" — x 16 _ 10' - - - - T28— - - — T10„ 6, 9„36x1 5" q0" 4., 4,. Basen ent 26" Riser Ret Riser 10" 4x16 10" 9" 87 cfm 87 cfm L87 cfm Job#: Energy Testing Services Scale: 1 : 106 Performed by Energy Testing Services Page 3 Unit 111-33 Harvest Pointe Lane,: 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-Feb4l 16:43:59 SD1Rimor Model Al MAN JSD JA.rup Duct System Summary Job: wrights®ft' Date: Feb 01,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 s • - • • For: Unit 111 -33 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length (TEL) 679 ft Suplpky Branch betail 'table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 OX 0 MtFx 0 0 easement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 OX 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 OX 0 MtFx 76.3 400.0, st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 OX 0 MtFx 43.8 205.0 st2 Kitchen C 1755 42 99 0.007 9.0 OX 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 OX 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 OX 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 OX 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 OX 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 OX 0 MtFx 52.8 300.0 st5 wlC 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden "wrightsoft® 2022-Feb-01 16:43:43. Right-Suite®Universal 2018 18.0.32 RSU20066 ,v+�+� Page 1 J'CCC...Model Ai MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supply Q- Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx Return Trun' k Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 wrights®ft" 2022-Feb-01 16:43:43. v+ti AM.H/MMn1W pl�ry� Right-Suite(g)Universal 2018 18.0.32 RSU20066 Page 2; r1vC�...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W OFFICE LOCATION: 31AIL—TNG ADDRESS:. Town Hall Annex -' (�` 1 P.O.Box 1179 54375 State Route 25 ' �'' U �} Southold,NY 11971 (Cor.Main Rd. &Youngs Ave.) Southold,NY " Telephone:631765-1938 .72 ' www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 ` Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue 3 Dear Mr. Alia: The Planning Board has found that the requirements for Units# 27-30, 39, 40, 43-46, ' and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed.based on the site inspection made on September 21, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the ; most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL 'dti� �`r MICHAEL M. COLLINS, P.E. SUPERVISOR �' � TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD C ' " TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631)-765—9015 �N h4ICI IAEL:COLLIN_S aiTO\'IN.SOtFF1401,.D.NY-US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 22, 2021 5 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 27-30, 39-40, 43-46 & 111-114 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of units 27-30, 40, 43-46 & 111-114. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. I also inspected unit 39 and determined that the developer has not achieved final stabilization of the lawn areas but these have been graded and should befully stabilized within two weeks. Additionally, the driveways of units 27-30, 39-40 &43-46 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector • • �� �?t2A FOUNDATION(2ND) ROUGH FRAMING..& PLUMBING Mel VAR-11JA M'- INSULATION PER N.Y. STATE ENERGY •D ® - FATX!i E rt'.?, I'M me. ADDITIONAL COMWENTS - r1 AX, x Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. 9 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance.of the Town of Southold,Suffolk,County,New York and other.applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant,agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Se on 210.45 of the New York State Penal Law. Application Submitted By(print na Henryis 2Authorize Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of N�(�Q , 20 ay ar u lic �( SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZA n9ftegistration No. 01 P16388308 (Where the applicant is not the ower) Qualified in Suffolk County Commission Expires March 04, 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name yJ CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the own r(s)of the premises in4e T w of Southold,located at which is shown and designated on the Suffolk County Tax Map as District 1000, Section /W,,01,Block— Lot That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Building Inspe tor's Office for the f Mowing,, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. r Dated: �.12— 3I i e torn , � ( r t N e) (Signature) (Print Name) V6 Y °� -` BUILDING DEPARTMENT-Eleivrleal Inspector �r ..,- TOWN OF SOUTH OLD Town Hall Annex- 54375.Main Road - PO Box 1179 mp " Southold, New York 11971-0959 'Telephone (631) 765-1802 - FAX (631) 765-9502 rooerrAsoutholdtownny.00v w seand( southoldtownny.00v APPLICATION FOR ELECTRICAL INSPECTION ELEC`TRICIAN INFORMATION (All information Required) Date: Company Name: Name:_ M r= 1 License No.: 2- C) � _ em i1: Address: t p t Mtn/ Phone No.: + L JOB SITE INFORMATION (All Information Required Name: (0LLQ, -► 1� �` a (�C i Address: ;,} t ' U ir -e Cross Street: 1 c Phone No.: Bldg.Permit#: email:��C-A-t4 i t: 1000 Section: � d �I Block: . O( Tax Mai District: Lot: 55 c j BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES_ O Issued On Temp Information: (All information required) Service Size& 3 Ph Size: _J 5C A #Meters Old Meter# (eZwSe�rvi ,- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead # Underground Laterals 1 . 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis j `� SUFFO(,�C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 - • Southold, New York 11971-0959 io 4% 1 a0� Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' rogerrCa)-southoldtownny.gov— seand(@-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: j email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF-13 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 n2 D H Frame Pole Work done on Service? R Y N Additional Information: PAYMENT DUE WITH APPLICATION w um.1-FI-� ISN �1{�� �I� : C�` � I �1`� � �iEr� Ilya � n � �l� L�GSCc� / ut A1Y'l LIGT7'k r rr l TYPE 8-D RAMP ks sr R7-XL �w _ y -5, e, �., .ra -W,Y _... c--•. .>.:t,. L_- ..may sr':F_. - -.: '---' , +'-.. 4t51, , ,�, 0_6 ft a 3 - �z ...�z"�s�.e,•1.,...�� .._,�e'� S• -...:.":5 a.. ..-n' •+' <--,,�. _.«•S, ;� _�.,.• ..:.: .A ..5..,_-,� a._-.. ..: � �-}£_a s $ - �+_, -��:V�••� � x 3 FLUSH CURB HYD �w r WITH PAVERS _ LA MA 112 gas .� A 113 114 49.22 A 40.22' 39.22' PROPOSED HYDRANT, ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) 75' BUILDING SETBACK 50' BUFFER Lr t SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO�.PDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION I F®R AI,L RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- N LO`.3 District Section Block Lot Tax Map No.: 1000 1 D X10 Flimor Development LLC Tel#: 631 7359200 Name of Current Applicant: t Mailing Address:p0 Box 908, Cutchogue, NY 11935 Email Address:teamalia65@9mail.c0m lia Tel#: 31 6782667 Name of Current Agent:HenryY Mailing Address:p® Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com *If more than 6 years old and SCDHS s'cte inspectionsshave not been DATE OF ORIGINAL APPROVAL: 09/08/2017 performed,a new no, will be re wired SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( ) - Architect/Engi neer/Surveyor: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design . Architect/Engineer/Surveyor's signature: Date:_ SECTION 4 F'ORALLRENEWALS ANDTRANSFERS Application is hereby made to TRANSFER, applicable)W (check a licable) a permit to construct in accordance with this [ ] application,surveys and plans submitted. I here b ,certi at have examined this complete application and the statements therein are true and correct,and that all work shall be done in/ace r nce x 'th all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdAe o urs nt to G 0.45 of New York State Penal Law." Signature of Current Applicant/Agent Date' C) Zo Print Name of Current Applicant/Agent Hen li Title Agent/Project Manager rY DEPAE ONLY Permit is Transferred( enew Until �— 'm �� Number of Bedrooms Approved Al/A Sigrtature of Department Representative WWM-104(Rev. 02/12) 'IPE SHALL BE 15" CPP WITH A SLUWk Uh U% -- o STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ; IECTIONS TO BE 4" DR--18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. o BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT 'E C900 SLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY.SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED.FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". a COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH. OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. VER/DRAINAGE LINES. BLOCKING: ALL TEES, BENDS' PLUGS AND HYDRANTS SHALL BE NIMUM .SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED kLL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: :RVICES TO BE INSTALLED BY PSE&G AND OAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. ® DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH, AWWA STANDARD C-65186, OR THE LATEST 'ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, ONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area nit Numbers Area SF p�(SF) Total (SF) A gamest Pointe a 77-124 11999 486 2,485 Cutchogue 3,8,10,12,14, .,23,26,27141) Cutchogue, New York 33,36,39,41145 1,599 363 1,962 Town of Southold x'7049,50,52,54, i8, 59,68, 72, 76 No. Revision vim m. ®rte Date Appvd. ,S,G,9,11,13, 13 TOWN/SCDHSREVISIONS 7/28/17 AVL L9,20,22,24, 17 TOWN REVISIONS 6/14/17 AVL !8,30,32,35,38, 1,599 363 11962 11 SCDH REVISIONS 4/22117 AVL 12,44,48,51,53, 10 REVISED PHASING PIAN PER TOWN 4/6/17 AVL ;0,62,64066,70,-- - -73,74,75 _..-- 7,34,37,43,55, . 8 SCDH REVISIONS 3/9/17 AVL 1599 1979 osl`nat r � 4 cn peals 63 65 67 69 71 380 p a°� ,��IfMC-3 22a .y`�'t�i .whbd��.3'S�'F•c. gl.,u�- o-,Sr � ..rb� •� yr r �.Y4z�,�:r16• N yY•i'1iiC�F,S w'.."�.w:"F'•;,y's.,..�n...r. :.,ia - ^hbt, ' r Cxr:. 15,16,17,18 1,999' 408 2,407 Issued for -Date July 10, 2015 N/A 6,188 N/A 6,188 SUM 1000-102-01®33.3 SC® Spr ®y�� t4fi.JI o CfL:e OUNTV DEPAB—ai(igNT€3F H6.n_TH aiERVICOES � IRMW F09B APPROVAL OF ION FOR A SINGLE FR-$1:1 RESIN-mr,rZ4 4Lv 6aa1Tta. tt1.�pt a1a......•fd nF-F.m . f:lu 1 i- �, .„_. �9if"4'"tl�tO�r.�"sl.Y.w.... r. �• • n �y�••„„••��cC:nn 1 �qF [�'9`.,p?�,�i{4r"�Ut t:..r�''=�`� 4•a• r• yip Drawing Number FOP,Ili:tSL6I4.1tUM OF, ly� J•i��7.c EDR10+� tOG p N ``�. �. PIRES€ REE YEARS FRONT OArz-OF APPRV04:. �f/� �I.. 4 � gvo V. I .H, �► Sheet ofi E . Ro/'ES;,1Or� Project Number 29305.00 SCDHS Reference # C101 -06-0013 # 46&4-.1 4a NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 43.6' m PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, cli _ 1.5' �- PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 8.3' ^ 1.5' n 2 1 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 745, —}I M 4.6' of w v1` PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Z II � � 1 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED OU z PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF ui Z O ems-• fV 00 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O Z r n m Q ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BN FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH �4' O-0 j ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. pj Z O 12.6'- I I ,^ /'rn COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED = l///L V r v r I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VAUD TRUE COPY. LL NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS O O .01 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 1 1• z W /�� /(I/•) PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 26'5 p v //�I/ I U'7�`J CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, cV 20.4' '� 0 . V SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. N 53°05'40" E 33.28' D- COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 26 5' 20.5' Do RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED F.- of CV 0 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN N U PERMISSION OF THE SURVEYOR. `. vi 1 0' (D THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 3.3' J M 64 O ��/� MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 0n Z II w V) PURPOSE. O° Z Q � 12.T � W 1.3' Z N O= ill ;t UL Lo ZD = M 8.3' LLO p 4.8' U) 3.T M t 1.5' cV 1.5' 43.8' 3.8' N 53005'40" E 41.80' w N Fn Do �Lo C coM �,�f,1111t1f11//// OF N � 0� IO�j.O��� 1'• 1 ,l J c' FEB 1 1 2021 .� S 81034'23" E sp 67.78' J I -,�:-T-:��• - -, ,;�,,_;;.::.-� � � rQ� O V 3-'v,.,.•:3.�:.. 1�``•'.'e_X iI-'.,f' ti_J I�2•• �O\ � • f�5j+NDE SL tota = .021.....��S Sm9so° 7 t� cl j - co 01-08-2021 FOUNDATION LOCATION 167.99' (ACTUAL) `" FOUNDATION AS-CONSTRUCTED FOR R=275.00' UNITS 111-112 UNIT DESIGNATION MAP OF L=77.85' S52°55'20"W HARVEST POINTE CONDOMINIUM 2 w w I FILE NO.:490 FILED September 28, 2020 O SITUATED AT N C `r o` I CUTCHOGUE S 40052'38" E 0 Lr) TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK o 4 ° A I\ O S.C.T.M.DISTRICT 1000,SECTION 102.0'1,BLOCK 0200,LOTS 55&56 27.03' MSOUTHOLD S52055'20"W coC ; NELSON & POPE 19.24' l' ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 1 - - � i. PHONE(631)427-5665 FAX(631)427-5620 C7 1 WWW.NELSONPOPE.COM Z ~ U- w w INDIVIDUALSURVEYS LL W SCHOOL HOUSE DRAWN BY: JE CADD No.: 00026_1 SCALE: F- LANE CHECKED BY: PE FILELN O.: SHEET NO.: 1 OF'I DATE: 1.19-21 PROJECT NO.: 00026 1"=30' DI° NOTES: CONTROL THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE MODULE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE O NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 43.8' m m PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. � U N 1 5' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 7.0 8.3' W PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED -I � 4.8'of M W PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANY WAY.IF Z(-U V o ry .- U '7 AN REM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE op W z D-' , W Z M� W U L� ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND OU O W II II N m Q THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH a D- `- 0 J J W In J ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 15.3' 1.4 0 W IL U' ::3 '- a Q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. �� T 12.6' n it Q N I W NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 3.3' I STONBASE OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. E I U w C7 EGRESS WIN. I DRIVE PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE.ORSUB SURFACE WELL,TYP, Q 1.0BOE W/8"PAVR I O ECONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, i0 J ' RDR I z Z SOIL CONDITIONS.VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS DI° 28.5' _ I ON 53°0540" E 33.28' O UJI� OTHER THAN VISIBLE PERMANENT STRUCTURES. U cV 20.4' a❑I OI cA W X ^ > - COPYRIGHTQ NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS o _ LL a.. RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, � a� I a I Oul O DW ORECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN EGRESS WIN. PERMISSION OF THE SURVEYOR. WELL,TYP. F. 28.5' I N W 0 20.5' o N O O STONE BASE �j N DI° Ov} 1.0' DRIVE L) � �-- W/8"PAVER o '^ O~ L)y0 3.3' Q _ry BORDER I O vJ F b I C7 W LLI O. L_ 12.7' G O V 15.3' 1.3' �0 o cV N W W N in 0(j:c 16 }W II II n a aa. 0 Q Tij, ui ° -v LU 0: O0W UU.LL. j a M -r a 8.3' cp w U.0 4.8'n U) L 0 7.0' N M DI &) N N 53005'40" E 45.80' N Do Nt DV II In c0 x SATE per\ v'Co to ` R�GORY U) m� G f,9G0 Cn 00 0.p213 �a S 81034'23" EF'L SURVE`(C� 67.78' BIW / 00. `cep�O. I— I o i9c-�'0�ca Q o sLQ ° S ^ co cnco CD I 01-08-2021 FOUNDATION LOCATION 167.99' (ACTUAL) N 03-23-2021 SANITARY AS-BUILT FINAL SURVEY FOR R=275.00' — 06-30-2021 FINALSURVEY UNITS 111-112 UNIT DESIGNATION MAP OF L=77.85' F S52°55'20"W HARVEST POINTE CONDOMINIUM 2 W W I FILE NO.: 490 FILED September 28, 2020 1 N SITUATED AT 6 O Nt I CD TOWN OF I CUTCHOGUE o� S 40°52'38" E 0 co O TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27,03' (M I SOU1"HOLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 055.000 8 056.000 SP s52°55�2o°w ( S 52°55'20°w NELSON & POPE 19.24' 34 7T ENGINEERS & SURVEYORS _ I _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 U WWW.NELSONPOPE.COM Zw W LU LINDIVIDUALSURVEYS LL.. SCHOOL HOUSE DRAWN BY: NP CADD No.: 00026_1 SCALE: c O ~ LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I � 1"=30' DATE: 07-07-21 PROJECT NO.: 00026 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE w NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WADS,POOLS, ❑ ELECTRICI I Q PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. LU PANEL _U I j 3 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, DI° �O QW' I PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY W w PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED U) � W_ F- PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF i Q AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE CONTROL Q W ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND od Q OMODULE U'(7 LU - THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATUREAND THEDATE OFSUCH X J W ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 43.8' co 1" WATER W E of SERVICE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 0- 1 5W (7 ui SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEAVALID TRUE COPY. O-j LU p) $ w ; z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 2 LU 4.8'c) �-N' W OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. rn Q V Z00 s F- n XZ r I J UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED N C/) LL W a-- fV Z) 0 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. Z CD �, Q F-• ri U W ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN Go :G X55 PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED CN n M 1,4m I I 3 TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 11i 1 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. ZN 4"SDR35 Z N I 12.6' U' I CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR _ I FURTHER DESIGN. s 2S s 3.3' n W m W F- o O. U I 3 Z Z PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 0 It ZN Q�cq r�i Q 1.0' I Q. r,l I W CONDITIONS IF ANY,INCLUDING BUT NOT LIMITEDTO WETLANDS,WATERCOURSES, Q O � SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS DI° I `- 28.5' I o CD 0 0_ I w 3 W OTHER THAN VISIBLE PERMANENT STRUCTURES. m N 20.4' U I I D- COPYRIGHTS NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS �'• DI D RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED m U E E W 3 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN G G I I (n PERMISSION OF THE SURVEYOR. OD_O n 28.5' N 20 5' 0 3 ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT M 0_j� �, LU I w '^ SHOWN DI° ZM 21' UZ UZM I 1.0' U I I LI ALL SANITARY PIPING 4-AND 6'SDR-35,TYPICAL. >7 4S SDR 35 94) 0 I LoI 3 > W n rn w L_ 12.7'^ I W I \Q 9 ETER 'AV I_J C; 1.3' Q W I 3 0 QS M M Z •�- O O m > n W LLl p- U- 7 `- Q } r n o0 2 CC I LL. 1 8.3' C 2' 4.8'F- I I I (� 0J h0� DI° M N 1.5' r W 3 �" No. N °PCO W_W_W W 43.8' `O 1" WATER cli SERVICE 3 SUFFOLK CO- LINTY DEPARI'MEW OF HIM s APPROVAL OF CON!!TRUCTED VODPJM FOR I ( �� I I' A SINGLE FA -Ly RESIDENCE �y Gate 0 7n21 H.S.Ret.No. Q 10-11. O I J I sM90 d+sPosel and%water,ugly fzsew es at this location Illi4e `N rl ted and/or Mrt9tied by this t5e¢a ��r oder been satietactory FO MAX! ,W BWacb>bund 1 01-08-2021 FOUNDATION LOCATION SANITARY SYSTEM AS-BUILT TABLE SANITARY AS-CONSTRUCTED�FOR. .?, 03-23-2021 SANITARY AS-BUILT TRUCTURE NAME I TIE A TIE B UNITS 111-112. UNIT DESIGNATION MAP OF UNITS#111-112 HARVEST POINTE CONDOMINIUM 2 Craig Kraepper, PE., Chief �'�y✓ �� nf ST-1 34.6 35.1 FILE NO.: 490 FILED September 28, 2020 ST-2 38.041.2' SITUATED AT � LP 38.8' 57.9' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK a� S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 055.000&056.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 0L NELSON + POPE UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 111 R10-17-0165 1,999S.F. 486 S.F. 2,485 S.F. engineers•architects•Surveyors 112 R10-17-0166 1,999 S.F. 486 S.F. 2,485 S.F. a 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com DRAWN BY: NP CADD NINDIVIDUALSURVEYS,o.: 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I 1"=so' DATE: 04-30-21 PROJECT NO.: 00026 APPROVED AS NOTED ��ll TRUSS PLACARDING REQUIRED DATE: ) 7 2�B.P:# � ffq)� FEE:.. - o BY: NOTIFY .BUILDING DEPARTMENT AT . 765-1802 ' 8AM TO 4 P FOR THE ELECTRICAL FOLLOWING INSPECTIONS: INSPECTION REQUIRED 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION PLUMBER CERTIFICATION 4. FINAL - CONSTRUCTION MUST ONLEAD CONTENT BEFOF'i BE COMPLETE FO-- C.O. CERTIFICATE OF OCCUPAh ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOLDER USED IN WATER YORK STATE. NOT RESPONSIBLE FOR SUP FLY SYSTEM,CAIVNOT DESIGN OR CONSTRUCTION ERRORS. EXCEED 2/10 OF 1% LEAP COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMB IMG , TOWN'72A ALL PLUMBING WAST E SOiJTHOL D TOWN PLANNING BOARD .&WATER LINES NEED � USTEES TOTING BEFORE COVERING Must provide Manuals OCCUPANCY OR D, 3 and s as per USE UNLAWFUL NYS Energy Code WITHOUT CERTIFICATE OF OCCUPANCY Blower door and ductwork testing required. RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 installed, replaced or OF THE TOWN CODE. repaired shall conform DO NOT PROCEED WITH to Chapter 172 �FRAIVIING UNTIL SURVEY of the Town Code OF FOUNDATION LOCATION HAS BEEN APPROVED., PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 (0 �"I ) R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a r Section R316 Foam Plastic Properties of Soil Classified According to the Unified Soil Classification System Z W 2020 RESIDENTIAL CODE OF NEW YORK STATE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R3161 Gene al. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W 2020 EXISTING BUILDING CODE OF NEW YORK STATE feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME 2 SOIL CLASSIFICATION CHANGE floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GROUP SY�M SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL = q 2020 FIRE CODE OF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O �� and information sufficient to determine that the end use will com I with the re uirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2020 MECHANICAL CODE OF NEW YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. PY q ' () R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from LITTLE OR NO FINES GooD Low Low p r >I CL 2020 PLUMBING CODE 0 F NEW YORK STATE p GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, �•/ anels. the interior of a building by an approved thermal barrier of not less than 1� inch gypsum Wallboard. LnT1.E OR NO FINES GOOD Low Low Z � � w L 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sW WELL GRADED SANDS, OR GRAVELLY SANDS, ° L- o rn ca LITTLE OR NO FINES GOOD LOW LOW I- M N rt v R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. "�'4 *. rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the SP POORLY GRADED SANDS, OR GRAVELLY SANDS, ■ � Q o� CP 2020 NEW YORK ST,4TE ENERGY CONSERVATION CONSTRUCTION CODE- P / 9YP / P q 2. The space is entered only for purposes of repairs or maintenance. LITTLE oR No FlNEs GooD LOW Low underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW = N>; I RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. SM F- h mZ SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the Ge CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z ` " 3 m rn SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: O c m SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW (� Q W N m GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3Y4 inch. o 4 ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, �n y cp Light, Ventilation and Heating 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low ❑ = r` co e of NYS for One and Two Famil Dwellin s shall a I to the construction, alteration, a floor area of such 3. a foam lastic shall have a flames read index of R101.2 The provisions of the 2.020 Residential Cod Y 9 PPY 99 9 9 9 p p P P Y 9 P GROUP 2 R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of th Th 25 or less and an accom an in smoke develo ed index of 450 or less SLIGHT PLASTICITY �' movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress when tested in accordance with ASTM E 84 or UL 723. cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, and their accessory structures not more than three stories above grade plane in height. Exceptions: m cv GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM X1'1 CLAYS TO LOW V 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house Section R317 Protection of Wood and Wood-Based Products Against Decay a R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished rade. Concrete and mason foundation walls shall extend above the finished ra Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that rY g de adjacent to the buildin 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the g capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wrapped with aluminum flashing. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate; level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairwa . Exterior stairwa s rovidin access to a basement from the outdoor rade level shall be rovided with an Y Y P 9 9 P and end use. Section R405 Foundation Drainage the ultimate design wind speed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or mason foundations that retain earth and Z R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. _O enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and F_ design shall comply with the Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. 0 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R305.1 Minimum hei ht, Minimum ceiling heights of 7�-0" in habitable rooms. Minimum ceiling heights of 6�-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel R301.1.3 Engineered design. Where: a building otherwise conventional construction contains structural elements exceeding the limits of Section 9 R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice, rooms & laundry rooms. shall be in accordance with the material requirements of ASTM F 1667. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed n Table R405.1. 9 � Exce Mons: R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be le ible Z The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall P be com atible with the erformance of the conventional framed system. Engineered design in accordance with the International 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area 9 Section R406 Foundation Waterproofing and Dampproofing P P of not less than 30 inches b 30 inches at the showerhead. and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and mason foundation dam roofin . Exce t where re uired to be water roofed foundation walls that retain ° Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. Y contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled ry PP 9 P q P U '!I in s and onions thereof shall be constructed in accordance with the wind rovisions of this code usin 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � R301.2.1 Wind design criteria. Bul d g p P 9 out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. 6 feet 4 inches of the finished floor. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. ° R 01.2.1,2 Protection of o enin s: Window lazin in windborne debris re ions shall be rotected to meet the re uirements of the lar a missile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic wa , a monument ole � 3 P 9 9 9 g P q 9 y P g n y P R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled wcith porous fill up to a height of ~ test of ASTM E1996 & A`.iTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or hazardous locations for the purposes of glazing. or other sign or means shall be used to identify the structure. Address identification shall be maintained. P ANSI/DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a one-half of the backfilll heioght and covered with strips of 30 pound asphalt paper or 6 IMIL polyethylene to permit water Z ` ' J Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8�-0" shall be permitted for hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of o enin rotection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. soil as was removed during excavation. ❑ P 9 P R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 secured with the attachment hardware provided. comply with ASME A17.1/CSA B44. inches of the hinge side of an in-swinging door. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each corner of foundation. SUBJECT TO DAMAGE FROM Section R322 Flood Resistant Construction " " " GROUND Wind Design SEISMIC WINTER ICE BARRIER Air Mean a hazardous location. R408.4 Crawl space access panel to be min. 18 by 24 , Openings through perimeter wall shall be not less than 16 by 24 . DESIGN UNDERLAYMENT FLOOD Freezin Annual Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A SNOW SPEED Topographical Special Wind DESIGN FROST UNE HAZARDS g Zones, as established in Table R301.2 1 , and substantial im rovement and re air of substantial damn a of buildin s and LOAD m h Effects CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Temp 1. Glazin ad scent to walkin surface and rail is installed 34"-38" above landin ( ) P P 9 9 ' R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. f�� ( p ) Wlnd bourne DEPTH 9 f 9 g' structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shaill be of any grade lumber. -�� Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the O zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified ffoodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to Section R310 Emer enc Esca a and Rescue 0 enin s and constructed in accordance with ASCE 24. allow for piping or vents. ^ �'` 20 140 NO (B) SEVERE 36" MODERATE SLIGHT TO gr Yes X 1500 9 Y P P 9 P-q TO HEAVY MODERATE Degrees UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less � ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon W R310.1 Emer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and enclosure is not built so as to render the buildin or structure in violation of this section. stri and shall be nailed to ad acent stud. R301.2.1.4 Exposure category. 9 Y P P 9 q P 9 Y P 9 P J R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to M 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. R 322.1.E Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air pp pp y y p g y size of sin le family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. m 9 the elevation re uired in Section R322.2 or R322.3. 2. Ex osure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 q R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural [� Ex osure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning: plumbing appliances and glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the ❑ ^ P O lumbin fixtures• duct s stems• and other service a ui ment is a fitted below h osure D. Flat unotestructed areas ex osed to wind flowin over o en water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of p g y q p p rm t e elevation required in Section R322.2 or manufacturer's recommendations or as shown on these drawings. 3' Exp P 9 P not more than 44 inches above the floor; where the sill hei ht is below rade, it shall be rovided with a window well in R322.3 rovided that the are desi ned and installed to revent water from enterin or accumulatin within the com onents and Exposure D extends downwind 600 feet from the unobstructed area. 9 9 P P y 9 P 9 9 P R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in whicch the project is to be !!!""���"��� ei hts of exceedin 11 feet 7 inches and the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. R301.3 Story Height. The wind provisions of this code shall apply to buildings with story h g n g elevation rovided that the conform to the rovisions of the electrical a U laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be P Y P p rt of this code for wet locations. exceed these limits as ermitted b Cha ter 6 rovisions, rovided that 5). hei has are not exceeded. An engineered design fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to &5 P y P P P ry 9 R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Section R506 Concrete Floors (On Ground) = shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits R506.1 Concrete slab on grades to be min 3-1/2 inches thick. F_ ladder or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone, crushed concrete or crushed accordance with the Builclin Code. than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the 9 9 9 F- 9 rovisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. U) vertically for the full height of the window well. P R310.2.3.2 Drains e. Window wells shall be desi ned for ro er drains e b connecting to the buildings foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Exception: A base course is not required where the concrete slab is installed on well-draiined or sand-gravel mixture soils t_ R302.2 Townhouses. Common walls separating townhoises shall be assigned afire-resistance rating in accordance with Section R302.2, g 9 P P 9 y U Item 1 or 2. The common wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts +, required by Section R405.1 or by an approved alternative method. design flood elevation shall: classified as Group I according to the United Soil Classification System in accordance with Table R405.1. Z Y R506.2.3 Va or retarder. A 6-mil 0.006 inch of eth lene ora roved va or retarder with oints Ila ed not less than 6 inches W or vents in the cavit of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel 1. Be used solely for parking of vehicles, building access or storage. P ( ) P Y Y PP P J PP 2 y da h a ters mixture soils in accordance with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1. shall be placed between the concrete floor slab and the base course or the prepared subglrade where no base course D tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accor nee wit Ch p Y P 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: „ exists. The vapor retarder is not required for Garages, utility buildings and other unheated ,accessory structures. U 34 through 43. Penetrai.ions of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36 clear width. 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area ° R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: Section R602 Wood Wall Framing fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed R602.3 Design and co�:,truction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. R602.3(4). ?"aii sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(3). TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58) between floor levels or landings. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. TABLE R602.3(l) FASTENING SCHEDULE EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. DISCRIPTION I P P PP FASTEN NG (a,b,c,d) IYEE 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of WALLS FIRE-RESISTANCE RATED 1 HOUR O feet R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 ;4 inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BEI-WED; JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs 25 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. CEILING JOISTS TO TGP PLATE THREE 8D COMMON. TOE NAIL W - o •--, - co PROJEC11ONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. Basement floors that are below rade on all sides are rohibited.R 322.3.3Foundations. Buildin s and structures erected in TABLE R302.1 2 R311.7.8.4 Continui . Handrails for stairwa s shall be continuous for the full len th of the fli ht with winders, at landin s, or over g P g Q N ry ti N ao ( ) aY Y 9 9 9 coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o � N M 00 C1 EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 THREE 10D EACH FACE NAIL WALuS inches and the walkline radius is not reater than 2 Inches. Each tread shall have a de th of not less than inches at 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs 3 feet 9 � P � R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the the walkline. All treads shall be identical, and the rise shall not be more than 9k inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFTERS TWO 16D COMMON. END NAIL underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD NO AT BWP including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 ( ) 16D COMMON AT 24"O.C. FACE NAIL iii R302.2.4 Parapets for townhouses. vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Z Z Z Z Z Z 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O o 0 o O o 1. The parapet shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: � � � � � � Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL � � Z Z w Z as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0 C FACE NAIL IX IX IX fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON / board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. FACE NAIL m ON EACH SIDE OF END JOINT 24"MIN UIP SPICE c attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a com tete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, ( `C an o enin s or enetrations in the roof are neot within 4 feet of the common walls. P 9 9 P 9 / 9 Y LENGTH EACH SIDE OF END JOINT) LO Y P 9 P building, the operable window shall comply with one of the following: cls a sand silt ravel or cls a ravel with a resum tive desi n load bearin value of 2 000 PSF. Do not lace footin s o 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the y Y Y 9 Y Y 9 P P 9 9 P 9 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof P P 9 P P g P 9 on soil that consists primarily of clay or silt or have any inorganic material or fill. deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. opening bl in its largest opened position. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f c) is required at the following locations: 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 2. Basement walls ex osed to weather: 3000 si lus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL R302.2.6 Structural independence. Each individual townhaluse shall be structurally independent. P P • P 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 3. Porch slabs, ste s, and ora a slabs: 4000 sl lus 5 to 7% air entrainment FOUR SD COMMON. TOE NAIL Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening P 9 g P P F' 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL � � v R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed a cD not less than a 1-hour fire-resistance rating Where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL } Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R313.1 Townhouse automatic fire s rinkler s stems. Townhouses havin a hei ht of three stories above rade lane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER OJ m assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. 9 9 9 P with � inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL I �- Exce tions: concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. " U1 w uJ P R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in " " 31. WOOD STRUCTJRAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and 1.A fire-resistance rating of hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall be a minimum of two bolts per plate section and located not more than 12 or less than 3.5 from the end of 0 U o in accordance with NFPA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above each plate section. Plates shall be protected against decay and termites. ROOF, AND WALL SHEATHING TO FRAMING " 8D COMMON (ROOF) 12 o/c at interior Z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. SD COMMON (SUBFLOOR) supports (see note f) Ur 0 construction of such assemblies shall have an equal or greater fire-resistance rating. R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used foir framing and sheathing U) LU R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NFPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter o'f 0.192" (20d common nail), 0 z self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than 0.142 but not larger than 0.177, and 100 ksi for shank diameters of 0.142" or less. W MAXIMUM UNSUPPORTED ul device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas WALL (�) f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end � constructed of a minimurn No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural walls and 4 inches on center to gable end wall framing. W U rn 5 8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus F j_ shall not apply t0 garage: walls that are perpendicular to the adjacent dwelling unit wall. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 110 feet shall support a maximum Z m TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or Z Z areas. Garage ceiling: 5/8 type X gypsum board R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than TABLE R404.1.2 8 Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall ( ) not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on U' o o evn be listed in accordance with UL 2034. MINIMUM VERTICAL RONFORCEMENT BAR center and 20 feet where spaced at 12 inches on center. � :..... ........................ ........................ E84 or UL 723. R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and W R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates 0 (ERE 1. In each sleeping room. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF S 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U G� 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH �Ci OBE �� follows: ( ) ( y e y width of the studs. H 4 �R R �' FEET FE Do not backfill with an soil containin sik or cls 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that y '$% 1.1 Vertically at the ceiling and floor levels. WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & < �, C9\ .',� tin FA \ contains a bathtub or shower. 1.2 Horizontally at intervals not exceeding 10 feet. s 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior ;I— � m R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent W A m 0 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. s 7 NR NR NR non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie = �'�' } { -I ', 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with placement of a smoke alarm in a location required by Section R314.3. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed 9 8 5 0 41 NR NR fastened across and to the plate at each side of the notch with 8-tOd nails each side. F011ow manufacturers (/) fir• Section R302.7. specifications for engineered products. (figure R602.6.1) - ; 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. 10 s s 0 a1 5 0 22 NR 'yam ` a, �r i 2. Ionization smoke alarms with an alarm-silencin switch shall not be installed less than 10 feet 3048 mm horizontal) \ o passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 9 ( ) Y ❑ 23 requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. 10 �`�"/' 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. :.. ..... ... . . .. `(� ..........I: 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. JOB N BER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit following materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 2 1 6 0 2 3 1. Two-inch nominal lumber. will activate all of the alarms in the individual dwelling unit. T T �T 2. Two thicknesses of 1" nominal lumber with broken lap joints. <,J IIT S I 1 l MODEL A l tX Section R315 Carbon Monoxide Alarms Q 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. SHEET NUMBER 4. One thickness of 3/4 inch particleboard withi joints backed by 3/4 inch particleboard. = 5. One half inch gypsum board. /� A l a 6. One quarter inch cement based millboard. 112 I�1 O D EL 1 1 1 L� 1 1 LJ Z 7. Batts or blankets of mineral wool or glass fliber or other approved materials installed in such a manner as to be securely U retained in place. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I TABLE R602.3(3) I TRUSS IDENTIFICATION SIGN U Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) F N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W WIND SPEED V ult of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 0 SPACING (mph) P P 9 P P PP• j P P MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. 6' DIA U q WOOD NOMINAL PANEL STUD SPACING ( ) (Mandatory). P P y pp party P q P g tank-type 9 g REFLECTIVE RED TION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved art and posted on P2801.6 Required an. Where astars storage a water heater or a hot water storage tank is installed in a location where water leakage 13 `�'�� 0 16 SIZE PENETRATION PANEL SPAN (INCHES) ( EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187 0 V :� RATING (INCHES O.C.) (INCHES O.C.) TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z B C D 2. Plastic not less than 0.36 inch 0.9 mm in thickness. (a/ ` Insulation and fenestration Requirements by Component ( ) O o rn = 8d 1.75 24/16 7/16 16 6 12 t70 140 135 3. Other approved materials. ~ 4 4:3 � �_ U COMMON CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic an installed beneath a as-fired water heater shall be constructed of material having a flame spread index of 25 or —REFLECTIVE () ■r-1 0 �N� rn ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. K RWHITE W *�+ p N} - (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE 4 EXCEPT ~ rn.-Z forces in accordance with accepted engineering practice. 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope Z () � :3 cd LO MARINEiiiiii, R802.11 Rafter or truss uplift force. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2• 1 4 O Q �c CO) For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENIIFICA11oN SIGN STROKE U = M y Span (ft) 12 18 24 28 32 36 42 48 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ U M 00 Uplift Force # 117 14f1 182 203 226 247 281 314 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS UNIFYING THE DISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'INU 0 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or solar DIAMETER,WTH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN m Increase x1 ing for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in (D _ N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PMS)V87. P4 p. accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4. SIGN OR SYMBOL R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE. PROVIDED,HOWEVER,THAT: S AFFIXING THE SIGN OR materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 R402.2.8 Floors. Floor framing-cavity cavit Insulation shall be installed to maintain permanent contact with the underside of the mandato access or set back areas as required b the International Fire Code. New multiple single-family dwelling townhouses SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY ( ) g- Y P mandatory q Y P 9 Y g ( ) PROVIDING ELECTRICAL SERVICE TO THE RESU NTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX THE MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE 0 FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. cl� TABLE R703.8.1 construction documents. � TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Allowable Spans for steel lintels supporting masonry veneer circuit breaker for future solar electric installation and shall be labeled 'For Future Solar Electric% The reserved space shall be Z Air Barrier and Insulation Installation P 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION _ 0 a.c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) L3x3xt/4 6'-0` 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 Outdoor outlets. A water roof outlet is required for an size deck porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10) 0 ' ^ BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P q Y � P Y 9 lJ ,J L4x3xl/4 8'-0" 5'-0" 4'-6" At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) CEILING/ ATTIC THE AIR BARRIER B ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced b a separate branch circuit that does not supply other outlets. At D + 0.75 6W + 0.75 S EQUATION 16-13 O M L5x3.5x5/16 10'-0" 8'-0' 6'-0" GAPS IN THE AIR BARRIER SEALED. g 9 P Y P PP Y (• ) ( ) � � J ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL least one receptacle outlet is required for each car space in a garage. Z /1 rn L6x3.5x1/4 14'-0' s'-6' BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE ((�`�+J� WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE ❑ WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. CATEGORY B. C. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: W R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED 1. Minimum of 4 inches (10:2 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBERON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) Z >-q DEFLECTION plastic with a minimum vertical attachment flange of 3 1/Z inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 TRUSSES SHALL HAVE A 6:eXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". �-� FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 3:12 with no finished ceiling attached mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) g TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN O R703.8.2.2. Support b roof construction„ A steel angle shall be placed direct) on to of the roof construction. The roof supporting to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: y Y P 9 SPACE SHALL BE SEALED. construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. P1 w GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H 180 r+y w wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch P / 2. LOCATION OF ALL JOINTS. W lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilings w brittle finish L/360 3. REQUIRED BEARING WIDTHS. U every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. 0 R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. _ 4.3. BOTTOM CHORD LIVE LOAD. m /' ,1 r mortar or grout and extendinginto the veneer a minimum 1-1 2 inches, with not less than 5/8 inch mortar or rout cover to ULTIMATE 07-SIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior WaIIS with plaster or STUCCO finish L/180 4.4. BOTTOM CHORD DEAD LOAD. V `/ / " 9 ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ O outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1 between sheathing & ION EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior Walls with brittle finishes L/180 4.6. CONTROLLING WIND LOADS. veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm 0.944 L s when tested in accordance with ASTM E 283 at a 1.57 sf 75Pa pressure differential. All Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY section R703.8. ( / ) P ( ) P PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. U recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. = . , not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. I- R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. and walls closer than 10 feet (3048 mm) to a building on another lot. of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Section N1103 {R403) WOOD FLOOR TRUSS Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems SPECIFICATIONS: F- U R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ABBREVIATIONS THE BUILDING CODE. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF LU water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT D.S. DOWNSPOUT I.T. WT. LIGHTWEIGHT RNG RANGE � be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. DTL DETAIL LT. LIGHT R.O. ROUGH OPENING U 1 different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT/ADJUSTABLE R D (EQUATION 16-8) R802.4.2 Framing details. Rafters shall be framed not more than 1 A inches (38 mm) offset from each other to ridge board or directly zone temperatures down to 55'F 13'C or u to 85'F 29'C . The thermostat shall initial) be programmed b the manufacturer �• EACH • LOUVER RISER D + L (EQUATION 16-9) 0 P ( ) P ( ) Y P 9 Y A.F.T. ABOVE FINISH TREAD opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not with a heatingtemperature set point no higher than 707E 21'C and a cooling temperature set point no lower than 78'F 26'C . E.J. EXPANSION JOINT LAUNDRY TUB RND ROUND p p g ( ) 9 P P ( ) ALUM. ALUMINUM = o F ELEC. D DEAD LO less than 2 inch E I AD L LN less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not EL CTR CAL MAS. MASONRY S.C. SAWCUT _ LOAD, N1103.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ANCH. ANCHOR (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at ( ) P PPY 9 9 Pr < ANGLE ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have on outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUALLOOR TRUSSES SHALL = DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ARCH. ARCHITECTURAL MAX.MmeMAXIMUM SHLF SHELF TCLL - 40 PSE, TCDL - 10 PSE, AND BCDL - 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. EQUIP EQUIPMENT SHEET joists, such as ride beams, his and valleys, shall be designed as beams. ® AT MEC MEDIUM DENSITY OVERLAY SFIT. j 9 P Y 9 N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL designed in accordance with accepted engineering practices. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING EE. EACH END Sn, STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAMTRUCT. STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers M.O.M•O• MASONRY OPENING Exception: Ducts or portions thereof located completely inside the building thermal envelope. / FLOOR COVERING CHANGE L' METAL SUSPENSION 1. DEPTH, SPAN, AND JOINTS. G. BTM BOTTOM F C SUSP. 2. LOCATION OF ALL JOIN'S. recommendations or where the effects of such alterations are specifically considered. N1103.3.2 R403.3.2 SealingMandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section BLKG. BLOCKING F.D. FLOOR DRAIN SGD SLIDING GLASS DOOR . r- r ti R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be ( ) ( ry)' PY N.I.C. NOT IN CONTRACT 3. REQUIRED BEARING WIDTHS. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across M1601.4.1. BRG. BEARING EDN. FOUNDATION NTS SQ. SQUARE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. ~ IN m the rafter or ceiling joists at intervals not exceeding 8 feet. Exceptions: BRK BRICK FLR. FLOOR (NTS) NOT TO SCALE r- Q N N - N aq ': TOWEL BAR 4.2. TOP CHORD DEAD LOAD. D , ci ri ao N g BSMT BASEMENT FP FIREPLACE TB TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. O.C. ON CENTER T & G R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. CENTER LINE F.R. FIRE RATED TGS TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-O" and greater. FIRM FRAME TFW TOP OF FOUNDATION WALL R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINT OPNG. OPENING 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. FT. FOOT / FEET TYP TYPICAL flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of button-lock types. COL. COLUMN FTG OPT. OPTIONAL 6. EACH REACTION FORCE AND DIRECTION. FOOTING T TREAD the vent. P P N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR N1103.4 R403.4 Mechanicals stem piping insulation Mandato Mechanicals stem piping capable of carrying fluids above 105'F 41'C COND. CONDITION GA• GAUGE TOWEL ROD EXCEPT WHERE SYMMETRICALLY ( ) y pip' g (Mandatory). y pip g p ry g ( ) OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. CONT. or below 557E (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). CONTINUOUS GALV. GALVANIZED 1/R ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access Heatin and coolin equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR UNLESS NOTED OTHERWISE R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a 9 99 GEN. GENERAL 1/S ONE SHELF U.N.O. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall GYP. GYPSUM POURED CONCRETE methodologies. C.O. CASED OPENING VERT. VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. z z z z z z be measured from the top of the ceiling framing members to the underside of the roof framing members. G.L. GLUE LAM PBD. PARTICLE BOARD VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. v0i t00 u00 u00 v00 v00 The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER PL. PLATE V.I.F. g ? g Y ( Y ) International Mechanical Code as amended), the 2015 International Residential Code as amended), or the New York Cit C.T. CERAMIC TILE HGT. HEIGHT W WASHER 5 Y PNL. ING 5 ( ) ( ) PANEL . Cu w wide b 30 DRAFTSTOPPING: IN COMBUSTIBLE CON hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches I y HDWR. HARDWARE Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG. CEILING PWD. PLYWOOD W/ WITH ASSEMBLY, DRAFrSTOPS SHALL BE INSTALLEDSOTHATETHETAREA OF THEBCONCEA ED SPACE DOES NOTBEXCEED 1,000 SQUARES FEET. ODRAFTSTOPPNGLSHALL inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY WOOD automatic or gravity dampers that close when the ventilation system is not operating. WD DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD PR. PAIR WWF WELDED WIRE FABRIC MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: m members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR WALKOUT 0 Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. PROJ. PROJECT PROJECTED WO OR W/0 FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS N HEADER / WINDOW LO N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently Installed lighting fixtures shall contain only PENNY HB PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. c Section R902 Fire Classification ( ) 9 9 (Mandatory). P P Y 9 9 Y HOSE BIB high-efficacylams DBL DOUBLE PSF POUNDS PER SQ.FT. a R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C P DIA. DIAMETER I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR TRUSS NOTES: roofing shall be installed in jurisdictions designated) by law as requiring their use or where the edge of the roof is less than 3 DLR. DIRECTION INGR. IN GROUND P.T. PRESSURE TREATED s feet (914 mm) from a lot line. Class A. B and IC roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN INSUL INSULATION QUAD. QUADRUPLE TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF . UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY �... R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W DISH WASHER RMS. ROOMS + TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID LU shall be tested, listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG. DRAWING �• JOINT RELIVE. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINT system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. KSI KIPS PER SQUARE INCH . S 2 � L7 ( ) pp 9 pp P opening passageway 9 TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS L1 feet 914 mm from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an o enin and a clear and unobstructedlarge R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN _J m DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W o wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W w front of fascia, min 4 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A 0 = Q P 9 9 P q P ( ) dryer 9 / REGISTERED DESIGN PROFESSIONAL 0 o temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2 1 Install ice & water M 1502 Clothes d er duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1 2 inches for Z shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system GRAPHIC SYMB0LS • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT'ADEQUATE TEMPORARY BRACING HAS (9 shield. shall comply with code section M1502 listed and labeled in accordance with UL.2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. o R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. LTJ o STRUCTURAL CALL. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0r T 1 z slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET - All general notes unless otherwise noted on plans or product specifications. F+~ underla menta application is required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DETAIL REFERENCE 7 w Y PP q SHT - All applicable state & local codes, ordinances and regulations if any. ❑ F-•t � R 905.2.5 Fasteners. Fasteners for a:iphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be " FLOOR FINISH CHANGE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict c� gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend W = a7 penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes - compliance with manufacturers specifications and / or recommendations. w r � 0 less than % inch 19.1 mm thick, the fasteners shall penetrate through the sheathing. through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not # DOOR / HARDWARE TYPE General contractors and subcontractors to review these construction documents upon receipt from architect F V CD ( ) less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DET DET O and report any and all discrepancies including any dimensional conflicts, immediately to architect for cO m R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member. - - - BUILDING SECTION corrective measures prior to construction. z or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. ; the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. # PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Z � o 6 provided on the vertical sidewall, the base flashingshall be provided in accordance with this section and counterflashing shall be G2427.8 A mechanical draft ventingsystem, excludingdirect vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not less than 12 inches above finished ground level. adjustment before proceeding with the work. p GAS E ,1,Q overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 1,4 inch (6.4 mm) below the roof sheathing The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their () !G �pBERT C',s� and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewhere on n.- yF deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. < �a f �'- �� over the drip edge along eaves and under the drip edge along rake edges. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches the construction document set. Q : � ' n ,„ m R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. - All work is to be performed in a professional manner and in accordance with best practice and consistent W r'4: with manufacturer's and supplier's recommended installation procedures. _ AV-. '~ and 4 of this code. f4 R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less Section G2439 (614) Clothes Dryer Exhaust - The architect has not been retained to perform framing inspections and / or field inspection. The architect (U A,- .._ �: is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing a �� than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems 2 shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. ❑ Q- PURSUANT TO SECTION 69.5 b OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER EW Section R1004 Factory-Built Fireplaces building. ( ) R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 ("REGULATIONS'), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE .............. built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING JOB N BER R 10004.5 Gasketed fireplace doors. A, gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A UCENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2 0 1 6 0 2 3 . R 1006.1 Factory built or masonry fireplaces shall be equipped with on exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings �T is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS III (MODEL Al ) t,X w material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving Q SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal = N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cross-sectional area of one pipe size smaller. EL r-," 2 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 112 (MODEL Al ) Z the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with U' numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam to thickness and installed R-value shall be listed on certification provided by the insulation installer. LTJ 0 . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I WHEN NOT ALIGNED WITH RAFTER, F(n- 65-7o z 24"MIN CONNECT KING 5TW5 TO TOP PLATE ATTACH ro FX#1 PAR ROOF FRAMING WRAP 1-1/4X22 6A.6ALV.COIL STRAP Z (h W X 74"MIN OF GFP05N6 RATTERS DBL TOP PLATE OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS ~ o ATUGH TO FX,Ii PAR 2x I OR 5T E 2x ACQ LEDGER W/2-3/8"x5' LAG or OPPOSM Krim R06F � �� BOLTS 0 6"OG INTO 5TUD5 16 OG. U 14-1 5� PLAN SEE PLAN 2X BLOGKIN6 RRO `�--) 51MP50N 5TRON6-TIE Z 6 A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR 5AP50N STRONG SIvP'''ON1 STROVE -- CEILING J015T OR NSTRO I END TRUSS O N g 51MPSON STRONG TIE H2 8D NAILS -TE Mb TE • TR)55 BOTTOM CHORD SIMP50N H2 CONNECTOR a EA. ° v s SIM 8d NAILS TVP. RIDGE STRAPS SHNL Cf ATTAL#�TO FXtt PAR GP CFP05N6 RAFTBZS. ALTERNATE TO R106E 5TRAP, H3 a EVERY STRONG-TIE 1 - .�� c� TYP. �rM RM STRAPS ARE NOT IR54W WIBN CELLAR TES 0= PROVIDE 2X4 COLLAR TIE AT H3® EVERY RR RAFTER TO STUD AND KIN65 r T� ,�� ZIPPER THIRD of THE ATTIC SPACE Na ALIGNED) � •� � Q O� 6 FOR USE WAN STiA><' AW USE IN 0"NATION OILY HfN 5=6 no NMA&V4 6R 7X4 LLMDEt ARI:LOCATW N THE IOW W/4-lod IR EACH RAFTER) G5-22 STRAP AT - y N} `*PT825 ALIEN -RAF m;?5 DO NOT ALIEN ATTIC SAGE AND ATTAGfiED TO fJiGHi PAR o RAFTERS w/4 IOd MALS EACH STUD,SEE � t T''Z - LSU26 FOR 2x6 L5028 FOR 2x8,2x10,OR 2x12 DETAIL 4 O V `' C � C) Q 4 ry FRAMED G U = M CD WI OR ❑ 0 SIMP50N STTtON6 TIE 2x4 OR 2x6 �`�R CO) -RIDGE 5TRAP DETAIL / -RIDGE 5TRAP DETAIL NO SPECIAL Fr (FOR CATH.CL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) 2x AC-0 EVELEDRY GH/3/8"x5'LAO STUDS 0 Ib'O.G. NCONNECTORS SCIALREQ � a eo'a'vKr IF2 N.T5. LAGATE AT 01 N.T5. LOCATE AT EVERY RAFraz BOLT® I6" oG INTO STUDS p IN THIS AREA SMF STRGNS STRONG STRAPPING TO BE 1-V4 X 22 6A. 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING GABLE END MLL TO BEAR A MIN.OF 10"ON FRAMING. TE LT5 TE N6 / M IS M.'�D r APf�� // PORGH -ROOF 8o NAIES TVP. / FOR USE W�STUDS/1N� USE IN COMBINATION ON.-Y WEN STUDS APb STRATA I NC DETAIL DETAIL T ATTIC_ `RAFT>SRS ALIGN ,RAFMZS DO NOT AL16N I NTS,. ISI Z O N.TS. 5TRAPPINI6 TO RUN ONTO RIM J0I5T,SEE DETAIL q/DI(ONE 5TORY)OR ONTO STUD (� ROOF RAFTER HURRI CANE TIES \ AT WALL BELOW(TWO STORY) I \ ~ N.TS. LOCATED AT EVERY ROOF RAFTER \ ATTI G '• STA o • PPINC DETAIL ' N PX 6M�-4, 22 EOR FRAME GONNEGTI ONS o • 115E EGGGh•-4 AT BADS LL Ln • DI N.TS. � 2ND FLOOR / M5TG486g o rn / PREM MR,j 1! z Lu E U OGh(r.2"x4"d GLICMb TYP.EXTERIOR WALL QQ � 1 x14"LLJfR16G5® �"OG.- FRAAkD SOFFIT � � 0 � � :05 � L + 4 j ■r'I U > rn RIDGES TO ALIGN R1D6E5 TO ALIGN (2)Yxr d 0�1CIN6 1 2 DEMI_M&K �DTLA 46 ;-' N�- U) Al RIDGE VENT M06E VENT DY"rar OR EgUit Z U a2.2;ei i 6 r)"TRM L cn o r°'i TYPICAL ROOFItS: Q W .24 ARCHITECTURAL SHINGLES p TYPICAL ROOFING: I x� � ❑ 2co ARGHITEGTURAl.5HIN6L.E5 u U M ao 15#FELT UWERIAYhENT V2'PLYWOOD 51EATHIN6 15 FELT UNDERLAYMENT 6'AZEK TRIM 6'AZL-K TRIM I!2'PLYI"IDOD SHEATHING r- 1 ('x�l"TRMI � ca 12 AI.I 12 q• g• a D 7112 12 VML BLOCK NDTLBbxbxB DENTIL BLOCK#DTL86x6xa 12 � 12 BY'FYPON'OR EQUAL BY 1Yf'ON'OR EQUAL D r 6'AZEC TRIM b, b' ._,�I2 I b, 6, b•A�TQM GABLE END DETAIL Op 'r IN b'AZEK RAKE BD NU �j 12 6'AZEK TRIM 12 �D-'�-�+-+-SOH. Z "cam Ik b'AZEK RAKE BD W/ F N.T.S. Ik 3'AZEK TRIM MP) 12 m m `-`. "w'`12 Ik 3'AZEK TRIM(TYPJ � 12 ROOF BREAK ROOF BREAK 2 � ip � i� b'BLIND FLASHINGL H ED b'HIGH BLRLD b'BLIW FLASHING c� FLA5HIN6 STANDING SEAM n' STANDING SEAM METAL ROOF � NETAL ROOF _ xa FASCIA BD. - Z BeDRoorT M2 PL Hr z FRIEZE BD. FA5G1As'` '-"FLASHING �•- 1--0. U BEDROOM�::PL HT b'BLIND 4�ALI6N g•AZEc ALIGN b BUND I'-0' -- 1-0' I'-0.��o FLA5HIN6 FA5GIA5m if '=J'�'yOH. OH. OH. oH. -i O LL Ln -0' o m 1 >� � I � zQji rs I'Xb'AZEK ® ® ® ® 4 I'Xb'AZEK r ❑ �w � Q OVER BIRDER Q 4 ® 4 I I I 4 4 4 ri a Q =J 11 1 1 1 II i Lj Ll FIN. IST FLOORILLLq . I IN. IST FIN. IST I FIN. 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PRDDUGT WARRANII' N b'BLMp o b'B1 INDy" b'AZEK APPLY ICE t WATER SHIELD IN FAIR N APPLY ICE t WATER SHIED IN FAIR LASHING FRIEZE W. WEATHER WHEN THE AIR,ROOF DECK AND WEATHER WHEN THE AIR,ROOF DECK AND AM T TEMPrRATURES OF 40'F FEFBRAM ARE AT TEMPERATURES OF 40'F (5'C)OR H16MR (5'G)OR H16HER. - - - - - - - - - BRKFST PL HT MSTR BDRMT MSTR BDRNI _ BRKFST PL HT �-- PL HT PL HT Z — I'-0' I'-0' W OR q{ OH. OHH. ® OH. EXTERIOR All ILLJ } -HARDIvEK 5 449LE 5171%ILIAL 50FFIT EXTERIOR SIDING W O c0 7/Ib'058 SHEATHING � � -TY6'0 B EQUAL WW ® ® ® 5 -1/16'058 5FTATHIN6 L> W lil -2xb WOOD STUDS a Ib'O.G. I 1 �_ s' i Q' - 6'R-21 BATTS Q I I �' N Q Q N Q i �' 4 -6'R-21 BATTS Z U 0 _ 2x6 WOOD 5TUD5 0 Ib'OG. F- 1-1jIi 0 QIII I 6ARA61E Q i o WALL -1 c Rr ii - w i . �T� Z II II !� Q FIN. IST FLOOREIL IN. 15T FIN. IS FIN. 15T FLOOR ❑ Lu ELEY= O'-O" ELEV= 0'-0' 41- 2020 NYSRG-624278(5036) W 9 � - _ — — VENTIN6 5MEM TERMINATION LOCATION: _ co I r---�--ll I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN lil bxb P.T.POST WITH SIMP`SON 10'5GIUARE HBd6 PERMA CAST 10'SQUARE HBd6 PERMA CAST bxb P.T.P05T WITH SIMP50N INFLIT OF Iop00 8N PER HOUR(3 W OR LE55%AJ-1-BE � 80523!6 POST GAP ANCHOR t I I I I Ix4 AZEK TRIM l u I III I I I I I I tl I II I I bc4 AZEK TRIM I I I I 86523/6 POST GAP ANC.FIOR t I Fj CD SIM WON ABM POST BASE COLUMN x46382 w SC) RE III I III III I II I COLUMN X46382 W/SQUARE LOCATED AT LEAST b•FROM ANY AIR OFENIN6 INTO A i= 51Nt'S0N ABWb P05r BASE (T,P_,� 5) I I FLAT GAP t BASE(OR EGIIAU I I I I I II I III I I I I 1 I II 1 II I I I I FLAT GAP t BA-515(OR EQUAL) I I MV-AUL CaLl-M) I BUILDING,AND 511tH AN APPLIANCE WITH AN I"V OVER lopoo O m 1 I -CORNER COLUMN TO BE I I I I I I SII I ( 1 iii I iii PROVIDED E COLLIMN SPLIT TO BTU PER HOUR BUT NOT OVER 50OW BTU PER HOUR SHALL BE z PROVIDED W/SPLIT KIT I I I III I I I E6RT55 I I I I I I I INSTALLED WITH A 9 INCH VENT TERMINATION CLEARAIi AND WINlDOI I w WINDbHI SHALL HAVE AT LEAST A2 IfVFNf 7ER111NATION U I I I I I I L—�_-� 1 I 1 !u, I I 11_�� � I I I I I I I o 0 1 I 1 I L.------ I 1 I I ------ I I 1 I I I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL.AND THE AIR b I I g INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RAM fn ^ . ........... .. w �ERED �FI� I _ ��oeERr0�cy�� . 2020 SRO-R3122.I F _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ _ r_ _ _ __ _ _ _ _ _ _ _ L — _ n - - - - - - - - - - -I- - - - - - - - - - - - - - -I- -- - - - - - - - - - - - - - - - - - - -- -- - - -- - - - - - - `-- - - - - - - -I- - - - -- - - - - - - - - -I� 1 - - - - - - - - - - � 1NOPHRABLEWINDOWOPEtUN615TLOCATED LP55TWW24' 'OP OF THE SILL OF AN � "r �G �i - - - - - - - - -- - - m AWYE THE FINISHED FLOOR AW 6REATER THAN 12'ABOVE THE FINISHED 6RADE OR OTHER W;FAGE BELOW ON THE Lu EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL = COMPI-Y WITH ONE OF THE FOLLOWING: �A 'R���Z ELEVATION �ZE��R ELEVATION A 4 INCH DIAMETER 70 PASS THRO116H THE OPENIN6OM ITS LAR6EST OPENED O 3b' = I-0 3 b = I-0 +FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20x0 ❑ NEW (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO � RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ........... . ....................................... RUYUNIT l I 1 UNIT 112- AREA OPEN SHALL NOT KETOLE THE NET 5.1 M OPE FE AREA OF THE WINDOW UNIT To LE55 THAN 57 5Gt1ARE FEET. JOB 1�{ MBER w2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEETNUMBER UNITS 111 (MODEL Al ) & DUET CLUSTER 112 (MODEL Al ) ELEVA�I'I O N S 0 w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I R106E VENT C/) FIRE RETARDANT t•- cc '' PLYWOOD SHEATHING Z W 2 E 2'x8"RIDGE BEAM U U RIDGES TO ALIGN 4 RIDGES TO u16N12 12 Q r, a 15 RIDGE VENT - R106E VENT 12 \••/ -_:- Vr/ HARDIi'LANK -._ _,' ___ ® I6"OG. F- .�.� cA cti HORIZONTAL SIDING 5S HARDIPIAPK (2)2 XIO ` 55 9 9 _ ■� f-' �N� rn _.- _ -- 611�t5 t LEADERS F12 1 HORIZONTAL SIDING PT 61RDER I- m -12-T=f-= ul 6UIT8t5!LEADERS SHALL BE BAKED 12 SECURED TO - _ - WHITE ALUM MH.032•MIN.GAUGE,GUTTERS Z (� ci Lo 12 !85- r.--®- SHALL BE 5-SF H255,06.STYE W/ALL t 8S RIDGE VB1f N�DSL® p Q W coC M cn RIDGE VENT "- ®- RELATED!REC1111RED ACCESSORIES. LEPD)3t5 _ b - - SHALL BE MM 2X3,A21 GAUGE W/CLIPS! co ANCHORS. CAULK t 5FAL ALL.JOINTS. PITCH - ----- -i --a M06E VENT- 61JTfERS MIN I/8%FT.PROVIDE PVC. 1--- M 0 RECEPTORS b'ABOVE GRADE TO RECEIVE - .- - - z;z- LE,4DETt5(CLOSED GAP DESIGN). _ -I'-0". Li. cMO ^ CLH;ESTORY 12 d - ' BEDROOM 03 - _ - BEYOND LL N BEYOND WALL BEYOND -�_-=---:_-�:_ _= _- o 1.- = - - ROOF a GOVL97F.D 4.. PORCH BEYOND - -µ,W = Ae E O.H. 6-0 --} - -- ._.. to Ix8 FASCIA 00. OH. (md" - _ .. .a 2"X6" IT BEAM5 BEDROOM#2 e _ - -mom r_. _ -- Mr2TR BR H T PL HT -� _ 2 12 0 IbO.C.W VENTED p PL HT - - a,;e -_r-0's -- - 1-0• I-0' - 12 U VINYL SOFFIT BRD ~ - oH. ON. ON. - OVER U _ .7 .... _._ GARAGE _ _ PL HT 10"5QUARE H546 PERMA 'OWN _ I 1 FR�EZEBD -T'AaK -I T . _ ' CAST COLUMN#46382 Wl o j ;_ ;';le ( 1 I I I SQUARE FIAT GAP s Z t - t_ 1 l I i i � 5 i i -__G. BASE(OR EQUAL)- O T'If = --T.'_=''_l rs MASTER Ne 11 l rs U 4 , - I I $ 11 I I CORNER COLUMN TO BE 4 WALL e ; ; `; I I o WALL 4 9 i i PROVIDED W/SPLIT KIT I - caufsr e 4 O GARAGEII � LL BEYOND -- I'fl_i: L I I I 4 `r GOUIMN a COVERED I i C40YEPN e 4 L 1 J II COVERED PORCH II COVERED PORCH BEYOND BEYOND FRONT PORlH O l 1 J �. BEYOND Z Qji IN. IST FIN. 1ST F ; iI11 Ill FIN. IST FLOOR :- J_-�_: �.;�-:: � ' y -- - - FLOOR L i_ J -11 - FIN. IST FL ELEV= 0'-0' EL EV=O'-O" ELEV= O' ELEV= O'-0' Ix4 AZEK TRIM Ix4 Azo TRIM L_I II i I I I I I I FRONT PORGHe BEYOND I HOUR RATED EXTERIOR FIRST FLOOR LINE Z A 5EMBLY-55EE DETAIL: (AIDaI J Q I I I i I I I I I I A1J UNFM BSMr FLOOR I I I I I i I I I I I W 1, �l _ _ _ uNF1x esMT FLOOR cn r _ MOIL _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1�= = = = == J L - - - - - - J- - - - -= = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� J TYPICAL PORCH 5LA5 ❑ W O •4'P.G.SLAB(MIN.3500 PSI GONGS -RI6HT 51 DE ELEVATION LEFT 51DE ELEVATION BREEZEWAY 51 DE REIf�4 FILL WITH 6x6,1 N50 W1^IM 'TAMP! FILL TO 45;5 DENSITY 5 b = I-O 3A6, = I-0 U) r , UNIT 111 UNIT 111 1 BREEZEWAY SECTION co TAlA 1 . 1 NTS. W U MODEL Al (HOLLY ) MODEL (HOLLY) w U O RIDGES TO 16N R06B TO ALIGN _ Q RID6E VENT RIDGE VENT ....e,.�,l®�.,a� 12 12 12KAIRDIPLANK � HARDIPLMK HORIZONTu SIDING 55 r 12 6UrTER5 t LEADERS 9 1 55 HORIZONTAL 51DIN6 9 ALL GUTTERS!LEADERS SHALL BE BAKED -:--- - -- WHITE ALLIMIRM D32'MIN.GAUGE,6UTTER � i•i --12 12 WW .r- h ao SHALL BE 5'SFAMLE'fi,Of.STYLE W/ALL ---t 8S - 12 Q N N N RELATED!REQUIRED AC Z-550RIES. LEADERS - - - *"- RIDGE VENT - - - RIDGE VENT .= cV ri C4 aq N 5HW1 BE MIN 25ti',021'GAUGE MV CLIP-c,! -`- -_ - -' ---` 10 ANCHORS. GAUJC t 5EAt ALLDINTS. PITCH __.� __.. ,:-- _.. - ,7 - - ,� eUTTE2S MIN.I/b'/FT.PROVIDE PYL. —RIDGE VENT RECEPTORS W ABOVE GRADE TO RECEIVE: - LEADBZS(CLOSED GAP DES16W. -- - OK 10 - �m- CLERESTORY T - - 2I -- - BEY -° 12 BEDROOM N3 BEYOND WALL BEYOND12 -_ -rv� - . -' _ -- = _ . ROOF -- -6ABLE 12 aGOVE� 7 Z Z Z Z Z Z Ixb FASCIA BD. 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IST FLO ELEV- O 0 = Q I U � Ix4 AZEK TRIM I I I ( I J Ix4 AZEK TRIM Lu �� I I � � I � I HOUR RATED EXTERIOR I I I e W o �Rr�LY�5EE DETAIL: I I I �I o Q i 2020 NYSRG-62421.8(5038) w a I VENTING 5Y5TEM TERMINATION LOCATION: _ co THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN Eil I I I I I I lLOCCA��TLEAST �,, RAI OOPENING,1OW OR LE55 5 o A� � UHFIHL esPtr FLOOR N BSMr FLOORCD - - - - - -I� - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - � �I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALLED 1 F BUILDING,AND SUGNE AN AI'IPLIANGE LdTH AN MIT OVER 10,000 - - - - - I N PER HOUR A NOT HV VENT BTU N C HOUR SHALL D S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E- --I- T�MINATIONGLEARANNfCE,AND 7 AN APPLIANCE WITH AN NPUT OVER 50,000 BN PER HOUR Z Q SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION z 0 0 CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE L.OGATW AT LEAST 1Y ABOVE 6RADE. f/) .............................. 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BEDROOM#2 5 -X n v vL (2)2X6 a I6'O.C. 4 Y 4 uFLOOR 14R u1` FOYER 2868 UN;IUL DR- 0 0 0 4'P. )2016 TR 0 45 MIN.FIRE :r 0 B UP e W-01 Ho HT 6' 4' 6' B�_ 4" 4' CLOSING DEVICE v GDI RATED IN SELFm Q AI-b 2050 DH r -1 111-6' 2'-0' n'2' 21'-6• b'-O'CEI 205 DH 0�'HD HT v WO GAR 6 6E 2•X10• 61 a 16,OL 12'-0'H16H Y GEIUN6 r� Com. _* T •ID HT COVERED Y - 1 - :0 02xs 5 n va'L -1 BEDR M#2 L_ J PORGH D ) •4'PL.SLAB(NPL FSI GONG) r 11— n REIIFORC®WTH 6x6, KAK - a SLOPE 6W'6E SLAB 2' �° ° 2016 TR Q I (3)2 'FDR Q _ _ _ _ �TOkOWS 6AR E ON 10 ARE HB419 2 4° B F6• 4• 6' a 9'-0'FD H T B 21'-6' 4" n'2" 2'-0" II'6" -I fiKALLS t x 6rP eD ON OF ,3 ry F r cAP BASE(OR WOG R GARAGE g e r HD Her• o -0'CEI 2050 DH AI 6 19 L_ — O — J 3080 EXT I DR W/ LMN6 SPACE GONMON TO `t �i COVERED e T-0' v � � J J DI (2) O TR (2)I8'S1 1614TS 6ARA6E BE W/ 1T KIT v f 4'FOR (MIH b,10 0 GONG) ) ° n e PORCH `P ;p - REI NTH 6x6,10/10 WY1M n •SLOPE SLAB DOH)2' e O TYPE 6m TLD ON awzE fvJg= _ _ r✓' (3)2 FDR Q r ti r o0 (?1 DH I 50A T:HBE6 PEFHA G T s TOS DOOR �o LUMN#46382 W/SQUARE p T GAP t BASE(OR EQU DI �' I TY t IJN6 N ri o N ai `- f}'TYPE'X'GYP BD ON INT OF - Q N N ti N co COLUMN TO BE - LMNS SP COMMON WNJ.S TO 3080 EXT DR W/ _ _ 19 PFVVIDED W/SPLIT KIT 1 6010 ON DR o Iq I 6ARASE (2)16' IIDEL16HT5 L 21 I_ J C] .= N c+� ao c�i 8010 OH DR (� 10� DI � )13/4'x 9 1/2'LVL FDR 4 I I D1 o 4 _ I(3)13/4k 9 I/2'LVL 10 SQUARE H5E6 PERMA G T (2) DH Iq #463&2 W/SQUAREDI o D DI T GAP t BASE(OR EQUAI D/21 19 D/21 0 - COLUMN TO BE D1 DI DI D/21 p 8010 off PR PF DED W/SPLIT KIT FRONT WALL 0 6ARA6E DI D1 ° bO7O OH OR (3)13/4k q Ur LVL LINE OF FRONT D )1 3r4'x q I/2'LVL FDR 4 WALL D/21 p D/21 4 Z Z Z Z Z Z S UNIT III Dnl pi 0 0 V5 V5 V5 65 0 0 0 0 DI D����N No. U� �� 2'-4' b'-4' b'-4' 2'-4" I'-8' 8'-0'RA. 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" l _ i , '� 1 ( a 11 BEA IN WALL ��_ �;.' .-­,�..-_. ..• - a r ASSEMBLY-SEE DETAIL: a / ' FIRE SIDE OJ o �� W HORIZONTAL SECTION o = Q UNIT 112 UNIT 1 1 1 m Z o MODEL Al (HOLLY) MODEL Al (HOLLY) 4 I.[+IOOD GLIDE-NOM 2 BY 4 IN.SPACED Ib IN.OG WITH TWO Z 5Y 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM RATES.5TID5 W LATERALLY-EIRACED BY FOOD STRUCTURAL PANIEL 9EATHIN6(ITEM 5).WNEN MU826L AND FIBER BOARDSA(ITEM W ARE 0 v CONSIDERED AS BRALING FOR THE STUDS,THE LOAD 5 RE51RIGTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS E FFIELTIVH.Y FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN 2.&Ax ATTOPAMDANYfDMOF%IFIED . ❑ 2 6YP51M BOA�RU'-ANY G1.A551F1®5/6 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES 7 I•/'1 IN.OC WITH bD GE]HE NT-0OATED NAM 1-1/8 IN.LANG WITH V4 IN.DIAM WAD. V J 3/16"=1'-0" 3/16"=1'-0" I JO HITH M D -WT SHOW)-WAU.BOARD JOINTS COVBtED 111TH TAPE AND JOINT GOFPOUFD.NAIL FPJ�DS GOVERN w r1/ LIVIN6 ARI=A= 1,610 5Q. FT. LIVIN6 AREA= 1,610 50. ET. 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INSTALLED WITH LONG DIMENSION OF SFT(57REN6TH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO Z STUDS.VERTICAL JOINTS CENTERED ON ETUDE.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 4 IN.WOOD BL.OGKIN6.ATTAGFFD TO (D a D SM75 ON EXTERIOR SIDE OF WALL NTH bO GEMENT COATED BOX NAILS SPACED 6 TF1 Or,AT PERIMETER OF PANELS AND 12 IN.Or, � ALONE,INTERIOR STUDS. 6.FJ05MIR FAC.Nfifi-INSTALLED IN ACGORDANGE NTH THE MAMUFACTUREW5 INSTALLATION INSTRUCTIONS.ONE OF THE FOLLOWING Q G��E EO q� EXTERIOR FACIN5515 TO ESE APPLIED OVER THE SHEATHING: G.NOW STRUCTURAL PANEL OR LAP SIDING-APA RATED SIDING,EXTERIOR,PLYWOOD,05B OR COMPOSITE PANELS WITH VENEER U EZO E FACES AND 5TRUG'TURN-WOOD GORE,PER P51 OR APA STANDARD PRP-108,INGLUDIN6 TEXTURED,ROUSH SAWN,MEDIUM DENSITY 2020 NYSRG-R3122.1 Y GROOVED AND LAP SIDING. Q c�` `�'f `wpm IN DWEJ.IN6 UNITS,HERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPEJIN6 is LOCATED LESS THAN Z4•ASCT/E TFE RWSFEJ MOOR AND 6MATM THAN 12'ABWE THE NOTE: WOOD SPECIFIED IN UL RATED DE516%ARE MINIMUM 5I?E5.L AW9ER DIMEN510NAL 1J.1 FIN&)6RADE OR OT1ER SURFACE BH_OW ON TFE EXTERIOR OF THE BUILDING,THE OPERABLE NPDOW SHALL COMPLY WITH ONE OF TFE F•OLLOW1%- STUDS CAN BE SuB�J'TITUTED. V (n t y¢ I OPE ND465 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE co -A MULTIPLE LVl GIRDER GONNEGTIONS_ oPENI►rG IN 175 LARGEST OPENED 1'05morl f FALL PRE1/EM1oN BTDEVOPS THAT COMPLY WITH ASTM F 2090 NOTE: UL#356 15 IN COMPLIANCE WITH FIRE-1RSi5TIVE-RATIN65-AN51NL A5 P�'R302 y FOR ALL MULTIPLE LVL GIRDERS,LA6 BOLT IN �I� rD SIC ALLY�OPERATION To REDUCIE TIE�� ❑ O�3810 �O�`� TOGETHER W/ I/2 BOLTS® 2-0D.G.,2 MIN, DEVICE 0 AREA OF TTE HNDOK WINDOW UNIT r0 LESS THAN,51 SaARE FEET. ONE HOUR RATED EXTERIOR 1 :..... . ..... NE.w... FROM TOP d BOTTOM, t MIN. 4" FROM ENDS WALL RESISTIVE ASSEMBLY J NUMBER NTS. A- 3- 2016023 GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO 2020 NYSEGGG SECTION R 403.3: 2020 NYSRG-62421.&(503.&) 1 j j NOTE: =EX ARISTFAN, -5UPPL.Y AND RETURN IDUGT5 IN ATTICS SHAM BE INSULAM TO A MIN.R-8 2020 R_5ECGG SECTION R 402.4.12: VENTING SYSTEM TERMINATION LOCATION: W SHEET NUMBER PROVIDE SPRAY O 5 : REVIEW THESE CONSTRUCTION DOGU IN15 UPON REGEIPT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INV UNITS I 1 1 (MODEL Al ) 8� DUET CLUSTER NOTE W': NOTE: HD= HOLD DOWN so cFM INTE2MITTE3N1 oR AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE NTN.R-b. AN APPROVED HERS RATER TO FROM ARCHITECT AND REPORT ANY AND ALL a1`IopaD BTU PER HOUR(3KW1 OR LESS SAL BE LOCATED AT LEAST f ALL DRYERS To BE VENFED FOAM INSULATION IN ALL.WINDOWS SHALL BE STAIR MANUFACTURER TO DE5I6N STAIRS TO 20 GFM coNnHIOUS DISGREPANGIE5 I%U VINE ANY DIMENSIONAL GONFLIGTS, -�IN615 MANDATORY FOR DUGT5,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENING INTO A BUILDING,AND 5UGN AN APPLIANCE WITH (L f To OUTSIDE AIR PER Ca X 6ARA6E CEILING 0 ANDERSEN 200 SERIES MEET ALL APPLICABLE CODES AND TO IMMEDIATELY TO ARCHITECT FOR CORRECTIVE -JOINT5,5EAM5,AND GONNEGTION5 SHALL COMPLY WITH SEGTION M-1601.4 LEAKA6E AND COMBU5T10N SAFETY AN INPUT OVER 10=BTU PER HOUR BUT NOT OVER 50poo BTU PER ALL WA5FPR TO BE FLOUR SHALL BE INSTALLED HT14 A 4 INCH VENT TERMINATION CLEARA IM Z PRC 404 NTH DRAIN PANS LOCATION OF REPORT ANY DISGRERIOR T S AND FABRICATION. 002 OF THE 2015 IRC. TESTING AND PROVIDE A WRITTEN _ 112 (MODEL Al ) F FLOOR PLAN TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. � ® GAszSON M0N0�DE MEASURES PRIOR TO GONSTRUGTION.DO NOT SCALE _DUCTS SHALL BE PRE55URC-D TESTED TO DETERMINE AIR L.EAKA6E BY REPORT OF THE RESULTS �D��- �'�1ta�ur ovBz 50,!800 Bn1 PER.F�a1R SHALL HAVE U' BEDROOM ABOVE DETECTOR DRAWIN65.DIMENSION5 SHALL BE GALCUL.ATED AND AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.TIE BOTTOM OF THE V5 �p SMOKE DETECTOR NEVER SCALED UNLESS OTHERWI5E NOTED. B ROUOH-(PARTY GONDUGTIN6 THE TEST�AM PROVIDED TO GODET OF THE RE�T5 94ALL BE 510FFIGIAL. VENT T�NAL AND TTE AIR INTAKE%HALL BE LOCATED AT LEAST 12' W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z � W E 8 m A G G A 0 ani a-6 AI-b a-b Al-b V a. 2 Z ; u v 52'-2" 52'-2' O = f) cry C) ■I� U > r rn 12'-2' 12'-2' II'-10" 28'-2' Z V co un " � O ` '. M U Q ce) _ � co 5'-II' S'-II' S'-II' S'-II" ❑ U �`'� .-. II'-0'PL.HT. 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ASSEMBLY-5EE DETAIL._ e @y J7616023 BER NOTE: 2020 NY5RC-83122.1 w M OWELLIN6 LIMITS,HHERE THE TOP OF THE SILL OF AN OPERABLE HINDOW OPNNN6 15 LOCATED LESS THAN ENGINEERED J015T EF =EXHAUST FqM, GENERAL GONTRAGTORS AND SUElCANTRAGTORS TO ONE cARBONMONox1DE ALARM IN NM U) SHEET NUMBER SHALL NOT BE GUT, NOTB �S"; HD= HOLD DOM 50 CFM INTEZMI i iENi OR REVIEW THE5E CON5TRIMION DOGUMENT5 UPON REGEIPT �AND TH�FAMILY sBELON � ,OR�� � �S� �.H UNITS 111 (MODEL Al ) & DUET CLUSTER a NOTE: MULTIPLE LVL GIRDER GONNEGTIONS: ® 20 CFM coNnNJOUS F�ARGHITEGT AND RETORT ANY AND ALL TOWNHOUSES W°We-LIME UNITS IN rou oH,rr6, _ NOTCHED AND HOLES TAIR MANUFACTURER TO DE516N STAIRS TO FOR ALL MULTIPLE LVL GIRDERS,LA6 BOLT GROUP R-213MIDIN65(CONDOS 4 �- B�UNLESS ALL WINDOW5 SHALL BE D15CREPANGIE5 INCLUDING ANY DIME N51ONAL CONFLICTS 'OPE W; THAT WLL NOT ALLOH A 4 INCH DIAMETER SPHERE TO PASS THROU6H THE OPBNN5 IN ITS ANDER5EN 200 5ERIE5 ALL APPLICABLE GODE5 AND To TOGETHER H/ 1/2" BOLTS® 2'-0" OL,2" MIN, cos IMMEDIATLEY To ARGHITEGT FOR GORREGTIVE � C4-O UNITS SOI° �SN T�FM� Z SPEGIFIE D BY THE PORT ANY D15GREPENGIE5 AND CONFLICTS ® Mo��DEFALL PREVENTION DEVICES THAT COMPLY WTH ASTM F 2040 112 (MODEL Al ) SECOND FLOOR PLAN O=TET77 FROM TOP BOTTOM MIN. 4 FROM ENDS DETECTOR MEAWINC-6 PRIOR TO GONSTRUGTION DO NOT SCALE BEDROOMS,CN THE LOWEST FLOOR �NOON OPE INS CONTROL DEVICE AFTER ME2A710M TO RELEASE THE CONTROL DEVICE ALLOWNs MANUFA(:TURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING DRAWINGS.DIME3�510N5 SHALL E!E Ga GULATED AND L� GONTAININS BEDROOMS. oPW ErNNs THENDow Wro FULLY OPEN,SMALL.Nor RI3)UC.E THE NET CLEAR AREA of THE UNIT ro A4 (ODE SMOKE DETECTOR NEVER SGALED UNLE55 OnlERW15E NOTED. LESS THAN 53 SQUARE FEET. p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED II I z W E 0 ;:1U � V ay. Z L ` O L � Q7 F-- con U D ■ > ++ N>: A G G A 0 Q w cci AIS Alii Ad-b AI 6 t` o N s) ❑ = m - M HIP WIDTH Ib'-2'FASCIA WIDTH 16'-2'FASCA WIDTH 14'-8'HIP WIDTH �fan V II'-0'PL, HT. 1 a -T- - - - - - - - - - - - AL16N FAGIA5 IL II'-0'PL.HT. " I z ° 1 HOUR RATED EXTERIOR F- II'-0"PL HT. AI-5 I o ��Q I BEARING WALL 1 ��-� - -- - - - - - - - - rU A55EM5LY-5EE DETAIL: e L J L I ALIGN FAGIAS F- r - = _ _ -1 ( p 0. Q'-0'PL.Ht. II'-0'PL HT. I �y/��� ® I I Z I � � I AI-5 II'-0'PL.HT. 0 LL 12 12 - - -- - - - - - II'-0'R_HT. Q'-0'PL.HT. 1-0. 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LEADERS SHALL BE MIN. BAf;ZEAUILT V R A OTH 2 . . . MANUFACTURE'S SPEGIFIGATIONS TO :; BUILT�AIJOTHER z 2x3,.027 GAUGE W/CLIPS d ANCHORS. CAULK d SEAL ALL MAINTAIN PRODUCT WARRANTY 112 (MODEL Al ) ROOF PLAN U) HIGH CEILING JOIST CONNECTION JOINT5. PITCH GUTTER5 MIN. Ilb"IFT.PPOVIDE P.VG.RECEPTORS NTS. A- 5 V ABOVE GRADE TO RECEIVE LEADERS(GL05ED GAP DE516N). w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED